HomeMy WebLinkAboutC530 - Enlarged Site Plan - ADA ROUTE - G5.3INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 104001020G5.3ENLARGED SITE PLAN -ADA ROUTECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 04.26.2023CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.ENLARGEMENT 1ENLARGEMENT 2ENLARGEMENT 3ENLARGEMENT 6ENLARGEMENT 4ENLARGEMENT 521.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSITE KEYNOTES (SOUTH BUILDING)CONCRETE SIDEWALK - SEE DETAIL A/G4.11MONOLITHIC CURB & WALK - SEE DETAIL B/G4.11CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11CURB TO CURB CONNECTION - SEE DETAIL J/G4.11PROVIDE DOWEL BETWEEN NEW AND EXISTING CONCRETE SIDEWALK - SEEDETAIL K/G4.11LAWN AREA - SEE LANDSCAPE PLANSCONCRETE CONTROL JOINT - PER DETAIL C/G4.11ASPHALT PAVEMENT - PER DETAIL L/G4.11EXPANSION JOINT - SEE DETAIL C/G4.11CROSSWALK - PER DETAIL S/G4.11ADA RAMP - TYPE 1 - PER DETAIL A THIS SHEETADA RAMP - TYPE 2 - PER DETAIL B THIS SHEETADA RAMP - TYPE 3 - PER DETAIL C THIS SHEETADA RAMP - TYPE 4 - PER DETAIL D THIS SHEET2389121520267PROPOSED SITE LEGENDBUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTSEEDED LAWNPOLYURETHANE SURFACEAPPROXIMATE LIMITS OF CONSTRUCTION23377121212121212712121212121212121215151520202020202020268889999999940414243444040404040R25'
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"R32'-10"R10'-6"R1'-6"R46'-11"88414244444442436'-0"8'-6"5'-0"8'-0"1'-3"6"MIN.INTEGRAL CURB6"2'-0"LATEX SETTING MORTAR1'-0" X 1'-0" DETECTABLE WARNING PAVERNOTES:1.DETECTABLE WARNING PAVER AVAILABLE FROMHANOVER ARCHITECTURAL PRODUCTS (RED 15),OR APPROVED EQUAL.0.65" (MIN.)1.6" (MIN.) - 2.3" (MAX.)1.6" (MIN.) - 2.3" (MAX.)TRUNCATED DOMES - PLANTRUNCATED DOME - SECTION A-A50% - 65% OF BASE DIAMETER0.9" (MIN.) - 1.4" (MAX.)0.2"BASE DIAMETERPAVEMENT OR GUTTERDETECTABLE WARNING SURFACE1/2" WIDE X 1/8" DEEP GROOVE @ 2" O.C.DETECTABLE WARNING PAVERS - DETAIL EADA RAMP - TYPE 3 - DETAIL CPLANPER PLAN1'-0"1'-0"2'-0"
6'-0"
12:1 (MAX.)1/4"
6"
6"ELEVATIONSEE DETECTABLE WARNINGPAVER DETAIL THIS SHEETBROOM FINISHHANDICAP RAMP - TYPE 1 - DETAIL A1/2" = 1'-0"HANDICAP RAMP - TYPE 2 - DETAIL BSEE DETECTABLE WARNINGPAVER DETAIL THIS SHEETEXPANSION JOINTADA RAMP - TYPE 4 - DETAIL DPER PLAN6'-0"6'-0"PER PLAN EXISTING TO NEW CONCRETECONNECTION - PER DETAIL K/G4.11EXISTING TO NEW CONCRETECONNECTION - PER DETAIL K/G4.11STRAIGHT CURB -PER DETAIL H/G4.11STRAIGHT CURB -PER DETAIL H/G4.11SEE DETECTABLE WARNINGPAVER DETAIL THIS SHEET12:1 MAX.12:1 MAX.EXISTING SIDEWALKEXISTING SIDEWALKEXISTING DRIVE202020DETECTABLE WARNING SURFACE1/2" WIDE X 1/8" DEEP GROOVE @ 2" O.C.DETECTABLE WARNING SURFACE1/2" WIDE X 1/8" DEEP GROOVE @ 2" O.C.1.5% MAX.EXPANSION JOINT4477777881SSB FINAL CD'S4-26-202325-5-2023TAC RESPONSE